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All these data are necessary for assessment of durability of primary lining as well as for defining of necessary capacity of secondary lining [1].
Development of cracks is related to shrinkage of concrete, reduction of content of cement and mixing water can help as well as appropriate layout of reinforcement.

The resistance coefficient change curve was charted according to the data and shown in Fig. 5.
The resistance coefficient of the sand pack tube with PSPEMs aqueous solution rose smoothly, fluctuated when PSPEMs were injected, had only a minor reduction in the subsequent water injection stage, and maintained a high resistance coefficient finally.

Figure 1: Sample survey of private car ownership rate of some block residents to Jinzhou Source: survey data to draw under this subject As the gap between private car ownership rates in different types settlements and the demand of parking and construction conditions of parking facilities, the parking ways and indicators of the standard of the settlements need to have sufficient relevance and flexibility enough, and planning should be reasonable and in accordance with the actual needs and the trend of development in future. 2 Indicators of the standards of residential motor vehicle and parking status Settlements parking facilities are an important part of the city static traffic, their construction standards are related to urban land development, transport development strategy and transport policy, involving the settlement types and the purchasing power of the residence groups.
Compared with underground parking garage, semi-underground parking garage has better natural lighting and ventilation conditions, as well the reduction of the ramp area requires for less building area for per car, avoiding the more expensive cost in constructing underground garage with indoor installations and structures handing, in this way, the cost of semi-underground garage will be 20% less than the cost of underground garage, and the living environment could be more desirable because of using natural height differences and the changes of space.

This is due to demands like the reduction of development time and costs and an extended product liability.
WP4: Simulation of load The data obtained in WP3 (such as geometry, metal thickness, state of forming, martensitic content) are used to build up a new model suitable to simulate the loads.

The data were then organized in average.
Conclusions In the present study, the effect of post ECAP aging on hardness has been verified for two modified 6082 extruded aluminium alloys.In both alloys, the post ECAP aging curves shows a decreasing values of hardness with time at the higher temperature, while a reduction of aging temperature to a) b) c) 100 °C or less, enhances the precipitation hardening contribution over the recovery and/or grain coarsening effect.

Given the need for experimental data on tool forces, the machine was designed with the aim of providing accurate force measurement for a range of materials.
The x and y axes are formed from two parallel hardened steel shafts, and are driven by ballscrews with co-axially mounted servo-motors driving the shaft via a planetary gearbox with reduction of 7:1.

In order to get results as accurate as possible a particular attention has been paid to analysis conditions by EPMA and a data treatment of concentration profiles has been developed.
This enables a reduction in intensity and an increase in beam current permitting to reduce the noise on the Ni, Pt, and Pd concentration profiles.

(Fig.3d).Due to the core expansion the distance between the surface layer «segments» increases,resulting in expansion of the «springs».Their expansion reflects the reduction of the compressive stresses in the surface layer.Fig.4 shows the development of surface stresses during Intensive Quenching.The main feature of the Intensive Quenching method is to interrupt rapid cooling of the workpiece at the moment when compressive stresses on the surface are at maximum.The martensite phase advance ceases resulting in no further core «swelling»,and compressive stresses in the surface layer are maintained.
Fig.5 shows the algorithm for automatic control of the quenching intensity i.e.of heat extraction during quenching a batch of workpieces.The required hardness at the specified cross-section location is the most important information of the input data.

When chloride content near the steel in the concrete reaches a threshold value, the steel is activated and starts to corrosion, which can cause a subsequent reduction in strength and serviceability, and may need early repair or premature replacement of the structure.
There are some factors that interfere with simple interpretation of diffusion data.

The last element in the chain is the ADC, which converts the output of the pulse-shaping amplifier in a digital number for further processing in the data acquisition.
Results of simulation: a) ENC as a function of peaking time, b) ENC and gain as a function of temperature: QIN=10fC, RL=1MΩ, CL=2,5pF, c) gain versus of the input charge: RL=1MΩ, CL=2,5pF, d) ENC and power as a function of resistance loads: QIN=10fC, CL=2,5pF ENC increases at reduction resistance loads (Fig. 4, d).